Loading...
HomeMy WebLinkAboutC2.2_SITE PLAN 2018-03_20 / / ASPHAL>�/ ' 6 C AND GUTTER EX.CURB AKEID GUTTER AND GUTTER N �a I I I II I II a.5• 9.0 _- EW DITCH O NEW GU°TTER TRACT 39-A-1, COS 1271 'R,R 70.0' / s'R / 1s R ZONED: M-1 8 0 NEW J NEW CURB SEAL&J III III W,' O 105.29' J AND GUTTER RE-STRIPE / LIGIE HT DUTY EXISTING J OWNERS:ASPHALT ®� V PAVEMENT PAVEMENT / NEW I I MAIL TO C UG T \ o Ir,SPHALT MAIL TO DOUG TALLENT i NEW (TYP.) \ rr ASIEMENT \\ MISSOULA, MT 59808 Q 28.1' ASPHALT PAVEMENT 3~ (MATCH EXISTING 15'R 15'R 1, 1 9.0' f^ LL H SECTION) 10 v!, 24.5' 2.0' 2.0 EXISTING BUILDING - 20.38 v+ N U F.F.4713.803 PROPOSED BUILDING LU m ADDITION w I N o F.F.=4713.80 10 c NEW 1.0'I I H- 1 BOLLARD 20.0' .0 7.5' .5' .ao O W 1 (TYP.) m 'EDGE OF EX. to ;H EX.5"SAN. LIGHT DUTY SNOW I NEW ASPHALT 3 i _� Q NEW 4"YE W ASPHALT w STORAGE I. CUT SEWER TRACT 91-9 4 Q PARKING PE PAVEMENT I F' i I III 3 .SURE f g.4 3 ACRES FOR LO DIN (TYP.) o ZONE 3'O. f m W (367,042.36 SF) NEW CURB 218 (T ) NEW CURB oAND GUTTER I I mI w AND GUTTER III cP 4'R 9.0' 9.' 4R4 I I I rc m O7 g' © III �' I I EX.24"DIA. n UTILITY POL 3 u, '..,... , . .. .. .. .. .. :....;.:._: ..•. '.:.:.NEW coNCRE�E'''.wAL.K.•,r. ..:..' a e I I 3 III I no¢i vwi U5 SPHALT DGE OF EXI It n� ® ':.:7.9•,.. NEW BIKE RACK N z I m o SEE LANDSCAPING x o 1 5.o PAN III II 31 II II aw IF �I LLI II i II II EXISTING BUILDING `o I F.F.=4717.303 3 u>w A..NE NEW ADA SIGN MOUNT CODE REQUIREMENTS(ETYP.)A oI 4 TRI NC.E ( .)17. THICKENED EDGE WALK O _ ADA RAMP \ m 14.6 SNOW STORAGE II z N 1 .00' / 234.08' . . 22.5 O3 I I I o 2 0, NEW FIRE LANE IN fi PARKING SIGN(TYP. 3 V / 15'R I W PARKING gg,7 / PROPOSED BUILDING sroP 1 PROPOSED BUILDING J / NEW FIRE LANE fn ADDITION NEW PAINTED _J CURB EPDXY(TYP.) I Z / ADDITION F.F.=4713.80 LIGHT NEW ' m g I O Z NEW � INTERNATIONAL � HEAVY DUTY F.F.=4717.30 DISABLED - ASPHALT SYMBOL PAVEME T 26 6' I I I U O 0 __ P(T�)T ':,'y. (TYP N (TYP ADJUSTED 30' I O , '4,"' WATER EASEMENT, 1L SEE UTILITY PLANT I I� 0 EX.CONTOURS 2'R 4 I e � 15'R 3 1 I O Q / © 20'R NEW DROP BOX SD SD I J Q NE C9NCRE.TE: - TH BOLLARDS SD I Q .25' m., c 'ATIO SEE LANDSCAPING GRA G AND DETAIL 6' I I / ro' {tj...;:. :.PLANFORxfi BTAILS I r PLANS III �yl m 0 ...-F...-EAEW DITCH .: IRE LANE I w X. 30.00' MID ITARY zt o'R -� EW TM No PARKING 2'.. ''.44'R LI SIGN SNOW STORAGE oilDGEEX. R SEGYER NFU / PA ASIHAL -� SPHALT�I 3I Q NEW BIKE RACK '10:b'' ( -) 8-SPACES W W SEE �' W Z W I W I III ? w } PLAN `J 5,1' �( 26 LLI 6'R -,6'R I III I II III LU LU 0� 0� od- 0� 0� 0� 0� O 0 I I I if F0114EX S H / SIGNWMOUNT I I i �` U) RIM=47 2.56 N W INV.(E) t4700.8 PER AIDA o RDA /RIGHT-OFFW Y I TB � Z W / CEN RLI E INV.(N =i46947 / REQUIREMENTS vt� - I I� o NE J I \ w C � _ DE (TYP.) NEW LIGHT UTY ywv ASP ALT O W ~ UGHT DUTY F 1.0' I I Q 0 PAVE ENT Z mASPHALT Z PAVEMENT I I� (T NEW CONCRETE `a I _/ 6 SIDEWALK RAMP �� (TYP.) rc I �' ~ w m (TYP.) J I I� II I I c) I I 13 FM 566 EX.SSM a /F0104 NEW CHAIN LINK FENCE W/ © NNEWARKI4"YELL NG SLR PE O O 10 I �/ L o RIM=4/J12.17 WIRE INV.(Fn=i469.92 G ek (TYP-) I SW I w ZONED: M-1 roect# 15141.00 / INV.(NW)=3 98.82/ qS V200p, STO AGE Io P1 NF Wj 2.0' �� FAgFMeNr zs o' �_ 18.5' 26.0' 18.5' 79.0'U 18.5' 18.5' 20.0 3 7.S,Y .5 3.0' �/ OWNERS: 3, F 206EG LLC feV15100 date 1. NEW AD a '^ F- I I PO BOX 13 SPI CITY COMMENTS 112/15/17 Y's• J 4• 4R b 4' a'R Ten " w = 1(. I BOZEMAN, MT 59771 EDGE OFF I SPI CITY COMMENTS 22/09/18 RETAIN EXISTING RAMP w y MATERIALS NEW PEA o NEW ADA �+' .:, w m w <I ASPHALT STORAGE YARD GRAVEL,SEE v z LANDSCAPE RAMP PLAN 4• 4' a'R h III x �I I SPI CITY COMMENTS / / ^ NEW CONCRETE phase SIDEWALK III I (D SITE PLAN SUBMITTAL- (T PJ s ow I NOT FOR LIGHTS DUTY STO AGE I LIGH EDUTY 3 I � III III NOTE: CONSTRUCTION ASPHALT © o I O AS HALT O7 o © PAVEMENT PA MENT (TIP.) N' I ( .) I I -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN Ld I I ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY 2 0 I 1 0' II I OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM, 5:b' 18.5' 2fi.0' 18.5' 1).0, I 18.5' .0 18.5 20.0' .0' 7.5' .5 30.0' INDICATEDSEW R, LONHONE&TELEVISION)MY NOT BE STRAIGHT UNES OR AS THE PLANS.STATE W REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. I I -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH (� MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, / I APRIL,2010,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31,2011,INCLUDING ALL ADDENDUMS. 60'R O,R 4'R 4•R I -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND 226.03' 15 10'R 4'R 4 R J� STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A R C H I T E C T S LAND SURVEYOR LICENSED IN THE STATE IN AND A PARTY f CHIEF OR ENGINEERING TECHNICIAN SEXPERIENCEDAREQUIIN CONSTRUCTIONESPECIFIC 1 0'R � I LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC 12 R / TYPE OF WORK BEING PERFORMED. NEW NEW MA24' O'R / 15•R HEAVY DUTY AUTOMATED GATE // ASPHALT AND LOOPS NEW CARD NEW / SURFACE-'' - - PAVEMENT (BY OTHERS);,- READER HEAVY DUTY NEW GRAVEL SURFACE (T�) W/BOLLARDS ASPHALT i . (BY OTHERS) PAVEMENT / 31 �•,I 156'R 250'R ,I i II II o vi D O ____ -O 326.32SIN-0 0 .i EXISTING HIGH PRESSURE STORAGE �- I NORTN a DES MAIN \ 20' 10' 0 20' 90' � - I issue date EDGE OF EX. In N ASPHALT 3:I SCALE:1"=20' 11.6.2017 02.2